{"id":{"repo_id":"usm","oai_identifier":"oai:aquila.usm.edu:masters_theses-2071"},"canonical_url":"https://search.dev.ndltd.org/etd/usm/oai:aquila.usm.edu:masters_theses-2071","repository":{"repo_id":"usm","name":"University of Southern Mississippi","base_url":"https://aquila.usm.edu/do/oai/"},"display":{"title":"UNDERSTANDING THE FLOW DYNAMICS OF THE PEARL RIVER, MS, THROUGH HYDRODYNAMIC MODELING","abstract":"<p><strong>The Pearl River brings fresh water and nutrients into Lake Borgne regulating conditions for oyster growth in estuarine waters. However, there are no flow measurement stations installed on East Pearl or West Pearl either at the river outlets or after the upstream bifurcation of the Pearl. This study aims to model the Lower Pearl River to understand the flow dynamics in the major branches, and to determine the final outflow distribution into the Mississippi Sound, aiming to improve river forcing for ocean models studying estuarine dynamics of the Mississippi Sound.</strong><strong></strong></p> <p><strong>Synthetic meandering bathymetry with updated banks is developed and applied to represent major branches of Pearl River and is verified using survey data at East Pearl. A riverine HEC-RAS model is set up, calibrated for 2014, and validated for 2015, 2019, and 2020, The model showed good performance with high values of Correlation Coefficient(>0.85), Nash-Sutcliffe efficiency (>0.6), Wilmott Skill (>0.8), Kling-Gupta Efficiency (>0.7) and low values of Percent Bias (<strong><strong><strong><strong></strong></strong></strong></strong></strong></p>","abstract_html":"&lt;p&gt;&lt;strong&gt;The Pearl River brings fresh water and nutrients into Lake Borgne regulating conditions for oyster growth in estuarine waters. However, there are no flow measurement stations installed on East Pearl or West Pearl either at the river outlets or after the upstream bifurcation of the Pearl. This study aims to model the Lower Pearl River to understand the flow dynamics in the major branches, and to determine the final outflow distribution into the Mississippi Sound, aiming to improve river forcing for ocean models studying estuarine dynamics of the Mississippi Sound.&lt;/strong&gt;&lt;strong&gt;&lt;/strong&gt;&lt;/p&gt; &lt;p&gt;&lt;strong&gt;Synthetic meandering bathymetry with updated banks is developed and applied to represent major branches of Pearl River and is verified using survey data at East Pearl. A riverine HEC-RAS model is set up, calibrated for 2014, and validated for 2015, 2019, and 2020, The model showed good performance with high values of Correlation Coefficient(&gt;0.85), Nash-Sutcliffe efficiency (&gt;0.6), Wilmott Skill (&gt;0.8), Kling-Gupta Efficiency (&gt;0.7) and low values of Percent Bias (&lt;strong&gt;&lt;strong&gt;&lt;strong&gt;&lt;strong&gt;&lt;/strong&gt;&lt;/strong&gt;&lt;/strong&gt;&lt;/strong&gt;&lt;/strong&gt;&lt;/p&gt;","abstract_has_math":false,"creators":["Pieu, Nahruma Mehzabeen"],"institution":null,"degree_name":"Master of Science (MS)","degree_level":"Masters Thesis","degree_discipline":null,"degree_department":null,"school":null,"contributors":["Dr. Kemal Cambazoglu","Dr. Jerry Wiggert","Dr. Maarten Buijsman"],"advisors":[],"committee_chairs":[],"committee_members":[],"year":2023,"date_issued":"2023-06-21T07:00:00Z","date_published":"2023-06-21T07:00:00Z","updated_at":"2026-07-24T05:45:40Z","subjects":["Lower Pearl River; HEC-RAS 2D; Synthetic Bathymetry; Flow Dynamics; Mississippi Sound; Hydrodynamic Model","Fresh Water Studies","Hydraulic Engineering","Other Civil and Environmental Engineering"],"languages":[],"rights":[],"rights_urls":[],"identifier_entries":[]},"links":{"outbound_url":"https://aquila.usm.edu/masters_theses/993","outbound_label":"Repository record","outbound_source":"dc:identifier"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:contributor","label":"Contributor","values":["Dr. Kemal Cambazoglu","Dr. Jerry Wiggert","Dr. Maarten Buijsman"]},{"key":"dc:creator","label":"Author","values":["Pieu, Nahruma Mehzabeen"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date.available","label":"Dc Date Available","values":["2023-08-01T07:00:00Z"]},{"key":"thesis:degree_level","label":"Degree Level","values":["Masters Thesis"]},{"key":"thesis:degree_name","label":"Degree Name","values":["Master of Science (MS)"]}]},{"id":"subjects_keywords","label":"Subjects and Keywords","entries":[{"key":"dc:subject","label":"Dc Subject","values":["Lower Pearl River; HEC-RAS 2D; Synthetic Bathymetry; Flow Dynamics; Mississippi Sound; Hydrodynamic Model","Fresh Water Studies","Hydraulic Engineering","Other Civil and Environmental Engineering"]}]},{"id":"identifiers","label":"Identifiers","entries":[{"key":"dc:identifier","label":"Identifier","values":["https://aquila.usm.edu/masters_theses/993"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description.abstract","label":"Abstract","values":["<p><strong>The Pearl River brings fresh water and nutrients into Lake Borgne regulating conditions for oyster growth in estuarine waters. However, there are no flow measurement stations installed on East Pearl or West Pearl either at the river outlets or after the upstream bifurcation of the Pearl. This study aims to model the Lower Pearl River to understand the flow dynamics in the major branches, and to determine the final outflow distribution into the Mississippi Sound, aiming to improve river forcing for ocean models studying estuarine dynamics of the Mississippi Sound.</strong><strong></strong></p> <p><strong>Synthetic meandering bathymetry with updated banks is developed and applied to represent major branches of Pearl River and is verified using survey data at East Pearl. A riverine HEC-RAS model is set up, calibrated for 2014, and validated for 2015, 2019, and 2020, The model showed good performance with high values of Correlation Coefficient(>0.85), Nash-Sutcliffe efficiency (>0.6), Wilmott Skill (>0.8), Kling-Gupta Efficiency (>0.7) and low values of Percent Bias (<strong><strong><strong><strong></strong></strong></strong></strong></strong></p>"]},{"key":"dc:title","label":"Title","values":["UNDERSTANDING THE FLOW DYNAMICS OF THE PEARL RIVER, MS, THROUGH HYDRODYNAMIC MODELING"]}]}],"canonical_facts":{"dc:contributor":["Dr. Kemal Cambazoglu","Dr. Jerry Wiggert","Dr. Maarten Buijsman"],"dc:creator":["Pieu, Nahruma Mehzabeen"],"dc:date.available":["2023-08-01T07:00:00Z"],"dc:description.abstract":["<p><strong>The Pearl River brings fresh water and nutrients into Lake Borgne regulating conditions for oyster growth in estuarine waters. However, there are no flow measurement stations installed on East Pearl or West Pearl either at the river outlets or after the upstream bifurcation of the Pearl. This study aims to model the Lower Pearl River to understand the flow dynamics in the major branches, and to determine the final outflow distribution into the Mississippi Sound, aiming to improve river forcing for ocean models studying estuarine dynamics of the Mississippi Sound.</strong><strong></strong></p> <p><strong>Synthetic meandering bathymetry with updated banks is developed and applied to represent major branches of Pearl River and is verified using survey data at East Pearl. A riverine HEC-RAS model is set up, calibrated for 2014, and validated for 2015, 2019, and 2020, The model showed good performance with high values of Correlation Coefficient(>0.85), Nash-Sutcliffe efficiency (>0.6), Wilmott Skill (>0.8), Kling-Gupta Efficiency (>0.7) and low values of Percent Bias (<strong><strong><strong><strong></strong></strong></strong></strong></strong></p>"],"dc:identifier":["https://aquila.usm.edu/masters_theses/993"],"dc:subject":["Lower Pearl River; HEC-RAS 2D; Synthetic Bathymetry; Flow Dynamics; Mississippi Sound; Hydrodynamic Model","Fresh Water Studies","Hydraulic Engineering","Other Civil and Environmental Engineering"],"dc:title":["UNDERSTANDING THE FLOW DYNAMICS OF THE PEARL RIVER, MS, THROUGH HYDRODYNAMIC MODELING"],"thesis:degree_level":["Masters Thesis"],"thesis:degree_name":["Master of Science (MS)"]},"updated_at":"2026-07-24T05:45:40Z"}